Tensile strength bearing ratio and slake durability of class F fly ash stabilized with lime and gypsum

Journal of Materials in Civil Engineering

Volumn 18, Issue 1, 2006, Pages 18-27

  Ghosh, Ambarish ^a   Subbarao, Chillara ^b  

^a INDIAN INSTITUTE OF ENGINEERING SCIENCE AND TECHNOLOGY   (India)

^b INDIAN INSTITUTE OF TECHNOLOGY   (India)

Author keywords

Durability; Flexural strength; Fly ash; Gypsum; Lime; Stabilization; Tensile strength

Indexed keywords

BEARINGS (STRUCTURAL); BENDING STRENGTH; COMPRESSIVE STRENGTH; DURABILITY; ESTIMATION; GYPSUM; LIME; MATHEMATICAL MODELS; STABILIZATION; TENSILE STRENGTH;

BEARING RATIO; SLAKE DURABILITY; TENSILE STRENGTH BEARING RATIO;

FLY ASH;

FLY ASH;

EID: 31044451097     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2006)18:1(18)     Document Type: Article

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